Numerical Modeling of Lateral-Torsional Buckling of Steel I-Beams under Fire Conditions--Comparison with Eurocode 3.

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Bibliographic Details
Title: Numerical Modeling of Lateral-Torsional Buckling of Steel I-Beams under Fire Conditions--Comparison with Eurocode 3.
Authors: Vila Real, Paulo M.M., Franssen, Jean-Marc
Source: Journal of Fire Protection Engineering. May2001, Vol. 11 Issue 2, p112. 17p. 2 Diagrams, 10 Graphs.
Subjects: Finite element method data processing, Steel I-beams, Fires
Abstract: Presents a study which used a non-linear finite element program to determine the lateral-torsional resistance of steel I-beams under fire conditions, according to the same material properties of Eurocode 3, Part 1-2. Formulations and hypotheses used as a basis for the three-dimensional beam element; Proposal on lateral-torsional buckling resistance moment.
Database: Engineering Source
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